Port-Wide Sewer System Management Plan(SSMP) - Port of Oakland

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Table 5.6 Lift Station Preventative Maintenance Program Summary Port-Wide Sewer System Management Plan Port of Oakland Lift (1),(2) Station Location Inspection Frequency Maintenance Frequency Maritime Lift Stations Harbor D01P Berth 59 Near Blockhouse Weekly (dry weather) Daily (wet weather) D02P Berth 58 Near Blockhouse Weekly (dry weather) Daily (wet weather) D03P Berth 57 Near Blockhouse Weekly (dry weather) Daily (wet weather) D04P Berth 56 Near Restroom Weekly (dry weather) D05P Berth 55 Near Crane Dept. Facility D06P Berth 57 Near Maintenance Bldg. Daily (wet weather) Weekly (dry weather) Daily (wet weather) Weekly (dry weather) Daily (wet weather) Monthly Monthly Monthly Monthly Monthly Monthly C07P 7 th Street (at west end) Weekly (dry weather) Daily (wet weather) Monthly C08P 7 th Street (middle of street) Weekly (dry weather) Daily (wet weather) Monthly D10P Near Building D512 Weekly (dry weather) Monthly B31P Back of B319 Water Side Oakland Army Base Daily (wet weather) Weekly (dry weather) Daily (wet weather) AB663P 10th St & Midway St Weekly (dry weather) Daily (wet weather) AB836P Tobruk St n/o 17th St Weekly (dry weather) AB018P Burma Rd at Army Base Building 18 AB148P Burma Rd at Army Base Building 148 Daily (wet weather) Weekly (dry weather) Daily (wet weather) Weekly (dry weather) Daily (wet weather) Monthly Monthly Monthly Monthly Monthly Notes: 1. Names have not been established for lift stations located in the Aviation system. Lift station names have been assigned based on the applicable building number or gate number, if available. 2. Names have not been established for lift stations located in the Oakland Army Base. Lift station names have been assigned based on the Army Base building number. 3. AP14E and AP15E are sewer ejectors. May 2010 5-22 pw://Carollo/Documents/Client/CA/Port of Oakland/8239A00/Deliverables/Ch05 (FinalA)
5.3.3 Operation and Maintenance Costs The operation and maintenance (O&M) costs to conduct the annual sewer cleaning and scheduled CCTV work will depend on the sewer condition (i.e. sediment or debris accumulation) and length of pipe inspected. For budget purposes, we assumed that on average, 20 percent of the sewers would be cleaned annually using high velocity jet cleaning methods and CCTV inspected according to schedule. We also assumed that the majority of sewers could be cleaned in two passes, and only a small portion would require heavy duty hydro flushing, debris removal, and root intrusion removal. Depending on the severity of material built-up within the sewers, the CCTV hydro flushing, and disposal costs could range from $3 to $10 per foot of sewer for a contractor to complete the work. Table 5.7 Sewer Cleaning and CCTV Costs Port-Wide Sewer System Management Plan Port of Oakland Division Phase 1 2011-2015 Phase 2 2016-2020 Phase 3 2021-2025 Phase 4 2026-2030 Phase 5 2030+ Aviation 495,000 330,000 495,000 330,000 495,000 Maritime 855,000 570,000 855,000 570,000 855,000 C/RE 150,000 100,000 150,000 100,000 150,000 Total 1,500,000 487,000 1,500,000 487,000 1,500,000 5.3.4 CMMS Tracking System The Port utilizes a computerized maintenance management system (CMMS) software application to schedule routine preventative maintenance, track emergency spill responses, repair activities, and to generate work orders. The software package currently utilized by the Port is MP2, by Datastream®. However, the Port is currently in the process of upgrading its CMMS software package. In the CMMS software, lift stations and other sewer facilities are assigned a unique equipment number, and different maintenance activities are assigned a unique task number. Through this software package, the Port is capable of tracking lift station and gravity sewer maintenance trends isolating and summarizing work by equipment number and/or by task number. The ability to study maintenance trends using the CMMS software will prove to be very useful to the Port in measuring the effectiveness of the various SSMP elements and performing program audits in the future. Currently, there is only one equipment number assigned to all sewer pipelines in the Port’s CMMS program. This limits the Port’s ability to track maintenance trends in specific pipeline reaches. As part of the comprehensive mapping of the Port’s collection system, unique IDs May 2010 5-23 pw://Carollo/Documents/Client/CA/Port of Oakland/8239A00/Deliverables/Ch05 (FinalA)
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May 2010
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3.4.1 Receipt of Information Regard
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8.2.7.1 Consultation of Operational
Page 9 and 10:
Figure 3.1 SSMP Organizational Char
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[ Revision Date: April 23, 2010 ?Ò
Page 13 and 14: and maintained by the East Bay Muni
Page 15 and 16: Table 1.1 Service Population Estima
Page 17 and 18: As part of the GWDRs, all agencies
Page 19 and 20: 1.9 ACKNOWLEDGEMENTS Carollo Engine
Page 21 and 22: 1.11 REFERENCE MATERIAL The followi
Page 23 and 24: 2.3 PORT SSMP GOALS In order to ach
Page 25: County Environmental Health Agency,
Page 28 and 29: • Facility Support Supervisor. Th
Page 30 and 31: 3.3.1.5 Commercial/Real Estate Divi
Page 32: for reporting SSOs. For more inform
Page 36 and 37: 2. Category 1 SSOs that Do Not Reac
Page 38 and 39: Chapter 4 LEGAL AUTHORITY This chap
Page 40 and 41: noted in Section 4.3.4 and Section
Page 42 and 43: “The Director [of EBMUD] may requ
Page 44 and 45: cleaning of the sanitary sewer syst
Page 46 and 47: 10'' Legend 6'' ) Clarifier ) Drain
Page 48 and 49: BEACH FRWY Legend LILAC ST MAGNOLIA
Page 50 and 51: Table 5.1 Sanitary Sewer Collection
Page 52 and 53: It is further recommended that sewe
Page 54 and 55: Table 5.4 Aviation Sewer Maintenanc
Page 56 and 57: Legend ) Clarifier ) Drain Box ) Di
Page 58 and 59: BEACH FRWY Legend LILAC ST MAGNOLIA
Page 66 and 67: were created for each unique pipeli
Page 68 and 69: Chapter 6 DESIGN AND PERFORMANCE PR
Page 70 and 71: To comply with the GWDRs and the SW
Page 72 and 73: f. A program to ensure that all rea
Page 75 and 76: 7.2.1.5 Section 3.2 of the Port OER
Page 78 and 79: maritime sewer system, Port staff s
Page 80 and 81: Chapter 8 FOG CONTROL PLAN This cha
Page 82 and 83: FSF is required to keep a copy of t
Page 84 and 85: 3. The facility has caused or contr
Page 86 and 87: Table 8.2 Best Management Practices
Page 88 and 89: 8.2.8 FOG Problem Areas Based on th
Page 90 and 91: Table 8.3 FOG Related Sanitary Sewe
Page 92 and 93: and redundancy in pumping capacity,
Page 94 and 95: Table 9.2 Minimum Slope for New Sew
Page 96 and 97: There is a significant I/I response
Page 98 and 99: POND DIKE ROAD Legend HARBOR PARKWA
Page 100 and 101: Table 9.3 Capital Improvement Proje
Page 102 and 103: main sources of runoff into the col
Page 104 and 105: Table 9.5 High Priority Improvement
Page 106 and 107: Chapter 10 MONITORING, MEASUREMENT,
Page 108 and 109: • SSO Data. The overall purpose a
Page 110 and 111: Chapter 11 SSMP PROGRAM AUDITS This
Page 112 and 113: corrective actions and by the need
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Table 11.2 Example Sewer Maintenanc
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scheduled and why, and to determine
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Chapter 12 COMMUNICATION PROGRAM AN
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pw://Carollo/Documents/Client/CA/Po
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Port-Wide Sewer System Management Plan(SSMP) - Port of Oakland

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